<rss version="2.0" xmlns:atom="https://www.w3.org/2005/Atom">
  <channel>
    <title>Research in Progress (RIP)</title>
    <link>https://rip.trb.org/</link>
    <atom:link href="https://rip.trb.org/Record/RSS?s=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" rel="self" type="application/rss+xml" />
    <description></description>
    <language>en-us</language>
    <copyright>Copyright © 2026. National Academy of Sciences. All rights reserved.</copyright>
    <docs>http://blogs.law.harvard.edu/tech/rss</docs>
    <managingEditor>tris-trb@nas.edu (Bill McLeod)</managingEditor>
    <webMaster>tris-trb@nas.edu (Bill McLeod)</webMaster>
    <image>
      <title>Research in Progress (RIP)</title>
      <url>https://rip.trb.org/Images/PageHeader-wTitle-RIP.jpg</url>
      <link>https://rip.trb.org/</link>
    </image>
    <item>
      <title>The Use of Recycled Plastic in Asphalt Pavements - Phase II</title>
      <link>https://rip.trb.org/View/2689392</link>
      <description><![CDATA[The Nebraska Department of Transportation (NDOT) is exploring sustainable alternatives for roadway construction. Among these, recycled plastics represent a particularly promising pathway, as both the United States and Nebraska face pressing environmental challenges, with more than 75% of waste plastics currently landfilled. In 2023, NDOT partnered with the University of Nebraska–Lincoln (UNL) asphalt research team to launch the first Nebraska feasibility project on this topic, "The Use of Recycled Plastic in Asphalt Pavements: Feasibility Study". Initial findings from Phase 1 demonstrated that, when melted and potentially coating the aggregates, the WP can improve both rutting and moisture damage resistance to a greater extent compared to solid (not melted) WP particles within the mixture. The Phase 1 project could demonstrate the feasibility of producing plastic-modified reclaimed asphalt pavement (RAP) recycled asphalt mixtures (NDOT SPR) mixtures in actual asphalt plants, leading to the construction of the first Nebraska plastic road in South Sioux City (SSC), in collaboration with South Sioux City administration and funding support from the Nebraska Environmental Trust. Based on initial findings of the NDOT funded research, 1% low-density polyethylene (LDPE) dosage (by aggregate mass) was selected for the SSC project. Despite these successes, the feasibility work was limited in scope. Laboratory-produced mixtures were not fully validated against the variability of plant production, long-term field performance remains unknown, and the recyclability of plastic-modified mixtures was not addressed. The findings of this research will demonstrate the feasibility of modifying asphaltic materials through the use of recycled plastics which can potentially improve the durability of asphalt pavements, resulting in significant cost savings and more sustainable asphalt pavements.]]></description>
      <pubDate>Tue, 02 Jun 2026 12:25:00 GMT</pubDate>
      <guid>https://rip.trb.org/View/2689392</guid>
    </item>
    <item>
      <title>Reducing Transportation Fire Risk Through Carbon Dot Addition for Diesel Fuels</title>
      <link>https://rip.trb.org/View/2706036</link>
      <description><![CDATA[Diesel fuel is essential to freight transportation across the United States and is transported in large volumes by pipeline, tanker truck, and rail. During transportation accidents such as highway collisions, tanker rollovers, and rail derailments, released diesel fuel can ignite and produce high-consequence fires that threaten motorists, infrastructure, first responders, and nearby communities. Current safety strategies focus primarily on vehicle and containment design rather than reducing the intrinsic flammability of the transported fuel.
This project evaluates a fuel-level fire mitigation strategy through the use of carbon dot nanoparticles as fire-limiting additives in diesel fuel. The research will experimentally quantify ignition delay, flame persistence, burning behavior, and extinction characteristics using droplet-scale combustion testing representative of accidental spill and spray conditions. In parallel, the study will assess suspension stability and compatibility of carbon dot–diesel mixtures to ensure practical storage, handling, and transportation performance. The objective is to identify additive concentrations that measurably reduce fire risk without degrading fuel performance.
]]></description>
      <pubDate>Sat, 23 May 2026 18:02:38 GMT</pubDate>
      <guid>https://rip.trb.org/View/2706036</guid>
    </item>
    <item>
      <title>Reclamation and Recycling Techniques to achieve Perpetual Pavements Characteristics</title>
      <link>https://rip.trb.org/View/2703795</link>
      <description><![CDATA[This study evaluates Cold In-place Recycling (CIR) for developing sustainable and cost-effective perpetual pavements. As part of the 2022 National Road Research Alliance (NRRA) construction, four test sections were constructed at the MnROAD mainline section to utilize CIR and additionally assess the effects of incorporating rejuvenator in cold recycled asphalt materials. Two sections included bituminous layer over aggregate base, while the other two included bituminous overlay over stabilized full depth reclamation (SFDR) base layer. For two sections, rejuvenator was incorporated to evaluate its impact on the performance of the cold recycled (CR) layer. Laboratory tests conducted after one year of service showed that even though rejuvenator improved binder fatigue resistance, its benefits were less evident at the mixture level, where cracking resistance declined. Perpetual pavement analysis indicated bottom-up cracking potential in all test sections but suggested that reasonable adjustments to overlay or CIR thickness could achieve perpetual behavior. The contrasting outcomes between binder, mixture, and Falling Weight Deflectometer (FWD) testing highlight the need for further research to fully understand the effect of rejuvenator on the CR layer/material behavior. Additional testing, focusing on fatigue, rutting, and low-temperature performance, is recommended to refine rejuvenator use in CIR applications and optimize cold recycling techniques for perpetual pavement construction.]]></description>
      <pubDate>Fri, 15 May 2026 17:15:16 GMT</pubDate>
      <guid>https://rip.trb.org/View/2703795</guid>
    </item>
    <item>
      <title>Develop and Demonstrate an Evaluation Process for Acceptance of Additives for Use in Forensic Analysis in Hot Mix Asphalt</title>
      <link>https://rip.trb.org/View/2666836</link>
      <description><![CDATA[Although additives, modifiers, and extenders are commonly used in hot mix asphalt (HMA) designs, a robust and structured laboratory evaluation process is needed to assess their impact on performance and minimize the risk of incorporating these materials in routine use. The research team will develop a framework to evaluate new products in the context of asphalt materials, leveraging insights from existing methodologies such as NCHRP 1-130. The study will assess asphalt binders and mixtures, considering material selection, laboratory performance, and field validation using test sections. The final deliverables will include a laboratory assessment framework, performance-based criteria, and a template for long-term monitoring of additives in HMA.]]></description>
      <pubDate>Tue, 10 Feb 2026 14:43:18 GMT</pubDate>
      <guid>https://rip.trb.org/View/2666836</guid>
    </item>
    <item>
      <title>Smart Healing in Additively Manufactured Engineered Cementitious Composites Beams for Durable Transportation Infrastructure </title>
      <link>https://rip.trb.org/View/2665667</link>
      <description><![CDATA[This project investigates the self-healing capabilities of 3D-printed Engineered Cementitious Composites (ECC) for transportation infrastructure applications, focusing on enhancing the durability and longevity of 3D-printed concrete structures. In particular, the research will examine how factors such as material composition, fiber reinforcement, and curing mechanisms influence the self-healing behavior of 3D-printed ECC beams. This self-healing capability has significant potential benefits as the layer-by-layer deposition process used in 3D printing can introduce "cold joints" or interlayer weaknesses, which may negatively impact long-term durability. The project will explore whether ECC’s intrinsic self-healing ability can mitigate these effects and enhance the durability of printed infrastructure, such as pavements, bridges, and retaining walls, which are subjected to harsh environmental conditions. The specific objectives of the project are to: evaluate the influence of supplementary cementitious materials like fly ash and blast furnace slag on the self-healing properties of 3D-printed ECC; assess the effect of different fiber lengths (6 mm and 10 mm) on crack control and healing kinetics; investigate the impact of various curing regimes (e.g., water immersion, relative humidity conditions) on the healing process; and conduct mechanical testing, microstructural analysis, and data modeling to develop predictive models for self-healing behaviors. 

The research will produce implementable results in the form of optimized ECC formulations with enhanced self-healing properties for 3D-printed infrastructure. It will also generate valuable data, including mechanical performance metrics, microstructural insights, and predictive models that could shape future design practices and standards for 3D-printed construction. ]]></description>
      <pubDate>Wed, 04 Feb 2026 15:30:44 GMT</pubDate>
      <guid>https://rip.trb.org/View/2665667</guid>
    </item>
    <item>
      <title>Assessing the Durability and Long-Term Performance of Rejuvenated Asphalt Mixes with RAP </title>
      <link>https://rip.trb.org/View/2646944</link>
      <description><![CDATA[This research idea addresses an important Oklahoma Department of Transportation (ODOT) need to use higher amounts of recycled materials in asphalt mixes, which is essential for the statewide implementation of Balanced Mix Design (BMD). Rejuvenators have been used successfully to restore the properties of asphalt mixes containing Reclaimed Asphalt Pavement (RAP). There is a wide variety of petroleum-based and bio-based rejuvenators available commercially that purport to improve the performance of asphalt mixes with RAP. A crucial aspect of the design of these mixes is to ensure durability and long-term performance. Some additives may only impart a short-term effect and aid in mix compaction without showing a sustained long-term effect on performance. In this study, rejuvenated asphalt mixes with RAP will be prepared, using local materials from Oklahoma, and assessed to evaluate their long-term performance, including raveling resistance and stripping susceptibility. A comprehensive testing plan will be developed and conducted for testing of both asphalt binder and asphalt mixture. The test plan includes mixture testing to assess the moisture susceptibility using Tensile Strength Ratio (TSR) and Hamburg Wheel Tracking (HWT) tests. The HWT test results will be analyzed using the corrected rut depth (CRD) and striping number (SN) parameters to evaluate rutting and moisture resistance. The mixes will also be tested using IDEAL-CT at both short-term aged and long-term aged conditions to ensure durability and balanced performance. The binder testing will include evaluating the rheological properties of the binders at extended Pressure Aged Vessel (PAV) aging durations. The binders will also be evaluated using Fourier Transform Infrared (FTIR) spectroscopy to assess aging susceptibility. The proposed study will provide valuable information on the effectiveness of rejuvenators on asphalt mixture performance during service life. The findings of this study will be used to propose specification requirements for rutting, cracking, and moisture-induced damage for rejuvenated asphalt mixes considering long-term performance and durability. ]]></description>
      <pubDate>Mon, 05 Jan 2026 23:09:53 GMT</pubDate>
      <guid>https://rip.trb.org/View/2646944</guid>
    </item>
    <item>
      <title>Development of Performance Measures for Pothole-Patching Cold Asphalt Mix Materials for Safe and Sustainable Transportation
</title>
      <link>https://rip.trb.org/View/2627349</link>
      <description><![CDATA[Potholes pose traffic safety hazards, which can cause significant damage to vehicles if they are left unpatched. Pothole patching materials considered in the proposal is a cold asphalt mix, which lacks flexibility and does not stick to a pothole as well as hot asphalt mixes. Therefore, cold asphalt mix materials to the potholes can be dislodged by moving traffic and can pose safety hazards to both vehicles and pedestrians.
There are many pothole-patching cold asphalt mix materials available in the market, however, there are no widely accepted performance measures to evaluate these products. The effectiveness of pothole patching materials greatly influences the durability and longevity of roads, and therefore it is crucial to evaluate their performances for severe freezing and thawing conditions of the Midwest. This proposal aims to evaluate existing cold asphalt mix materials for pothole patching with the purpose of developing laboratory testing procedures and performance measures and developing a new innovative patching material to promote traffic safety and sustainability.

]]></description>
      <pubDate>Wed, 19 Nov 2025 14:17:20 GMT</pubDate>
      <guid>https://rip.trb.org/View/2627349</guid>
    </item>
    <item>
      <title>Increasing Asphalt Recycling to Reduce Paving Costs, Improve Pavement Longevity, and Reduce Environmental Impact</title>
      <link>https://rip.trb.org/View/2593927</link>
      <description><![CDATA[Recycling highway construction materials and minimizing the use of virgin materials can reduce the pavement life cycle costs, improve highway network conditions, conserve natural resources, and protect the environment. Although using recycled asphalt pavements (RAP) is beneficial in many aspects, the primary concern when using high RAP mixes lies in asphalt mixtures' altered long-term durability properties. Aged binder in RAP is less ductile than a virgin binder and gives rise to failure under repeated high axle loads and thermal effects. For this reason, in Oregon, the use of RAP in asphalt mixes is currently limited to about 30% by weight of the mix.
For asphalt mixtures with a higher percentage of RAP (higher than the current limit), using rejuvenator and warm-mix asphalt (WMA) additives are the major strategies for improving the resistance to cracking. Rejuvenators and WMA can restore the physical and chemical properties of the aged binder and make the mix softer by reducing the viscosity of the mix (Roberts et al. 1996; Tran et al. 2012; Coleri et al. 2021). However, selecting the most effective rejuvenators and WMA technologies for Oregon, developing methods and guidelines for choosing the proper amount of additives in mix design, and ensuring appropriate mixing to achieve high RAP mixes (40% to 50% by weight of the asphalt mixture) without compromising the performance of the asphalt surfaced pavements is crucial.
In addition, practices for better managing the RAP stockpiles at the asphalt plants (including process controls) need to be developed and implemented to achieve a higher level of uniformity in asphalt mixture production and construction with high RAP asphalt mixtures. Developing better RAP management procedures combined with rejuvenator and WMA usage are expected to allow significant increases in the RAP content of asphalt mixtures in Oregon.]]></description>
      <pubDate>Thu, 28 Aug 2025 11:05:37 GMT</pubDate>
      <guid>https://rip.trb.org/View/2593927</guid>
    </item>
    <item>
      <title>Determine the Optimum Dosage of Rejuvenators Based on the RAP Contents as well as the PG Grade of Recovered RAP Binder</title>
      <link>https://rip.trb.org/View/2582992</link>
      <description><![CDATA[This study aims to understand the interactions of rejuvenators with reclaimed asphalt avement (RAP) binders and thereby find a cost-benefit way to improve durability against wear and tear of RAP asphalt mixtures and pavements.]]></description>
      <pubDate>Tue, 05 Aug 2025 16:45:21 GMT</pubDate>
      <guid>https://rip.trb.org/View/2582992</guid>
    </item>
    <item>
      <title>Cracking Resistance of Alaskan Asphalt with RAP Material</title>
      <link>https://rip.trb.org/View/2512614</link>
      <description><![CDATA[This research project aims to investigate the impact of reclaimed asphalt pavements (RAP) and rejuvenators on cracking performance of Alaskan hot mix asphalt (HMA) materials containing RAP and to develop a method to estimate RAP content for a given mix. Potential cost savings of up to 36% could be achieved when using the correct RAP combinations.]]></description>
      <pubDate>Fri, 21 Feb 2025 20:44:37 GMT</pubDate>
      <guid>https://rip.trb.org/View/2512614</guid>
    </item>
    <item>
      <title>Evaluation of RePLAY for Mainline, Shoulders, and Rumbles, Phase II Study: Proprietary Bio-based Fog Sealer and Rejuvenator Reapplication in Clinton County</title>
      <link>https://rip.trb.org/View/2508963</link>
      <description><![CDATA[Many state transportation and local road agencies have utilized fog seal or rejuvenator surface treatments for existing asphalt surfaced pavements to improve sealing or waterproofing, restore flexibility, prevent weather-induced deterioration, or simply improve the surface appearance. Fog seal or rejuvenator surface treatments have the added advantage of being low-cost. Considering such advantages, fog seals and rejuvenator surface treatments in Iowa roadways have increased. Recently, various proprietary bio-based fog sealers or rejuvenators have been introduced and marketed as potentially cost-effective and environmentally friendly alternatives to traditional petroleum-based sealers for preserving asphalt roads. For instance, RePLAY Agricultural Oil Seal and Preservation Agents are claimed to protect the asphalt from potholes, edge rutting, and cracking and extend paved asphalt surfaces' life. The researchers at the Iowa State University (ISU), in partnership with Clinton County and the Iowa Department of Transportation (DOT), have evaluated RePLAY performance on a 3.3-mile pilot testing section located in Clinton County for five consecutive years (i.e., Summer 2016 through Summer 2021). This study has important insights about RePLAY and its first-level field implementation in Iowa. However, further research is needed to identify the frequencies and benefits of reapplication of RePLAY and evaluate the relative and respective performances of other fog sealer and rejuvenator types. In addition, Clinton County has a plan on reapplication of RePLAY at the same project site and extending its use on other project sites. The project technical advisory committee (TAC) recommended a follow-up investigation (i.e., Phase II study) to address such research needs by utilizing the planned project sites in Clinton County. The primary objective of this Phase II study would be to evaluate and quantify the relative and respective performance and cost-effectiveness of RePLAY. The frequencies and benefits of reapplication of RePLAY would also be investigated. Such a study will help Iowa DOT, counties, and cities better understand the benefits of the reapplication of RePLAY while facilitating their decision-making in selecting cost-effective application frequency options to achieve good pavement preservation results.]]></description>
      <pubDate>Wed, 12 Feb 2025 12:00:15 GMT</pubDate>
      <guid>https://rip.trb.org/View/2508963</guid>
    </item>
    <item>
      <title>Superabsorbent Polymers In Concrete to Improve Durability</title>
      <link>https://rip.trb.org/View/2508876</link>
      <description><![CDATA[Internal curing is the practice of providing small, well-distributed reservoirs of water throughout a concrete section such that the w/cm of the mixture can be kept low, but the water can later be delivered to hydrating cement as the system dries out. Internal curing has been reported to be effective in reducing shrinkage cracking, improving potential durability of concrete mixtures, and most notably, reducing warping and associated cracking in pavements and slabs on grade. Currently, the use of light-weight fine aggregate (LWFA) is the most common practice in the United States to produce internally cured concrete. This method, however, necessitates pre-saturation of aggregate at concrete batch plants in accordance with a set timeline. This may increase costs related to stockpile management in addition to the costs and emissions associated with production and hauling the LWFA. The use of superabsorbent polymers (SAP) as a means of internal curing can address such problems, while still promoting hydration and reducing the risk of early age cracking. However, there has been relatively little work conducted in the US on these materials. The aim of the work described in this proposal is to conduct laboratory work to address some remaining questions:
• How should SAP products be specified?
• How much is needed?
• Can SAPs be dry batched with additional water in the mixture without compromising performance? • How are mixtures affected by their use?]]></description>
      <pubDate>Mon, 10 Feb 2025 18:40:36 GMT</pubDate>
      <guid>https://rip.trb.org/View/2508876</guid>
    </item>
    <item>
      <title>Improved Pavement Durability and Resiliency Using Balanced Mix Design with High RAP and Rejuvenator: A Path Toward Statewide Implementation</title>
      <link>https://rip.trb.org/View/2480354</link>
      <description><![CDATA[This research initiative, developed in consultation with the Materials Division of the Oklahoma Department of Transportation (ODOT), addresses a critical agency need related to the statewide implementation of Balanced Mix Design (BMD). Two SPTC partner institutions, namely the University of Oklahoma (OU) and Louisiana Tech University (LTU), will collaborate to accomplish the goals of this research. Incorporating Reclaimed Asphalt Pavement (RAP) into asphalt mixes offers significant benefits, including reduced cost, resource conservation, energy savings, and reduced environmental impact. With a focus on achieving reduced environmental impact, increasing RAP usage in asphalt mixes can substantially lower the environmental impacts of pavement materials. However, challenges such as variations in material property and a lack of performance data complicate the design of asphalt mixes with high RAP content. ODOT has been actively implementing BMD through pilot projects and research, allowing up to 15% RAP for surface courses and 20% for base courses. This project aims to further increase the RAP content using the BMD approach.
	A key factor in the performance of RAP-containing asphalt mixes is the aging of the asphalt binder. Rejuvenators can replenish the volatiles and light binder fractions, restore the mechanical and chemical properties lost due to aging and aid in meeting the BMD design criteria. While rejuvenators generally reduce the stiffness of the asphalt mix, their effects on binder and mix properties need evaluation, along with determining the optimum amount of rejuvenator for satisfactory performance. This collaborative study focuses on designing high-RAP asphalt mixes using commercially available rejuvenators and the BMD approach, followed by performance evaluation of field test sections. LTU will investigate the properties of asphalt binder blends with high RAP and rejuvenators, while OU will focus on the mix design. The project tasks include the following: (1) Select and collect test materials (OU and LTU); (2) Extract and recover aged binders from RAP (LTU); (3) Prepare blends of unaged binder, RAP binder, and rejuvenators (LTU); (4) Evaluate binder properties (LTU); (5) Develop asphalt mix design with high RAP and rejuvenator (OU); (6) Construct field section and perform evaluation (OU); (7) Evaluate plant-produced mixes and monitor field performance (OU), and (8) Modify special provision/specification (OU). The results of this study will inform modifications to the BMD special provision for high RAP content. 
]]></description>
      <pubDate>Wed, 01 Jan 2025 16:15:15 GMT</pubDate>
      <guid>https://rip.trb.org/View/2480354</guid>
    </item>
    <item>
      <title>Use of Innovative Sustainable and Durable Materials in Concrete Pavements</title>
      <link>https://rip.trb.org/View/2479868</link>
      <description><![CDATA[Concrete is the most widely used manufactured material in existence. The key ingredient of concrete is the cement that binds various concrete ingredients together to form hardened concrete. The manufacturing of Portland cement, the most commonly used cementitious material worldwide, is responsible for emitting 5 to 8% of global anthropogenic carbon dioxide (CO₂) every year. To address this concern, the concrete industry is exploring opportunities to use innovative, low-carbon cementitious materials in concrete to reduce embodied (cradle-to-gate) CO₂ emissions and move toward net-zero carbon emission construction. 

In 2024, the National Road Research Alliance (NRRA) constructed 8 lower-carbon-content-concrete pavement test cells at the MnROAD facility to expand on earlier research and evaluate the large-scale constructability, sustainability, and resiliency of various alternative cementitious and pozzolanic materials. 

The main goal of the new project is to investigate how the various innovative and sustainable materials used in these cells affect their early life performance in Minnesota’s harsh climate conditions. In order to achieve the project goals, the research team will analyze the fresh and hardened concrete test results, evaluate the constructability of the alternative cementitious materials in large-scale constructions such as pavement, analyze the annual pavement performance for the first three years after the construction and develop a framework for identifying measures that could be used to evaluate new materials such that agency specifications can be created or revised.
]]></description>
      <pubDate>Thu, 19 Dec 2024 10:42:42 GMT</pubDate>
      <guid>https://rip.trb.org/View/2479868</guid>
    </item>
    <item>
      <title>Base Stabilization Additives – Effect on Granular Equivalency (GE), Phase II Study: Long-Term Performance Evaluation of Field Demonstration Site</title>
      <link>https://rip.trb.org/View/2441389</link>
      <description><![CDATA[Base stabilization is crucial for enhancing the structural integrity of roads by improving the strength and stiffness of the base layer, which is vital for mitigating issues with vulnerable soils and increasing the longevity and performance of road foundations. Despite progress in pavement base stabilization using proprietary additives, there is a critical need for further research to fill knowledge gaps and enhance the use of these additives for more sustainable and cost-effective road infrastructure. The existing body of research mainly focuses on non-proprietary stabilizers, with limited exploration of the performance and economic viability of proprietary options. A study sponsored by the Minnesota Local Road Research Board (LRRB) entitled, “Base Stabilization Additives – Effect on Granular Equivalency (GE)” evaluated the advantages of proprietary additives in treating full-depth reclaimed (FDR) materials by the estimated GE factors, but it also identified areas needing more investigation. The study's life cycle cost analysis (LCCA), based on assumed maintenance scenarios and GE factors, and derived from two years of data, call for further validation and long-term performance assessment. To address these issues and build on the current findings, a proposed Phase 2 study aims to evaluate the long-term performance and durability of stabilized pavement sections with proprietary additives, validate GE factors through extended field monitoring, and assess the economic feasibility of these additives. This subsequent research seeks to advance the understanding of base stabilization practices and develop guidelines for selecting and optimizing proprietary additives, ensuring structural and cost-saving benefits for pavement design.]]></description>
      <pubDate>Mon, 14 Oct 2024 14:02:12 GMT</pubDate>
      <guid>https://rip.trb.org/View/2441389</guid>
    </item>
  </channel>
</rss>